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HomeMy WebLinkAbout20021 Plans OWNER: BRIDGER BUILDERS DEED REF: DOC. NO. 2279831D BLA CKWOOD GROVES GROWTH POLICY AMENDMENT MAP EXISTING LAND USE: AGRICULTURE LOCATED IN THE SW 114 OF SEC. 24 AND NW 114 OF SEC. 25, T. 2 S., R. 5 E. OF P.M.M., GALLATIN COUNTY, MONTANA I I I •I I I I I I I I I -:I I I-1 L L-- - � o L IvI - J (j� - � ` '- � L_ - - - - II W LOT 1, BLOCK 2, �� wss� ® � w w w LEGAL DESCRIPTION MINOR SUBDIVISION NO. 494 F— 7 F —1T 7 m�Lv� 1 T 15 The South Half of the Southwest Quarter of Section 24,and the North Half of the North Half of the Northwest Quarter of Section 25, all in Township 2 South, Range 5 East of P.M.M., 1z Gallatin County, Montana, Except that part conveyed to the State of Montana for highway 23 24 1300.07 (R7) 1337.961(R2) I I W I J right of way purposes for South 19th/Avenue, State Project S 243(1), by Bargain and Sale FOUND 5/8"R BAR / [S89.45-00"E FOUND 5/8"REBAR W/ II__NO CC,,ppP PLASTIC CAP(MERIDIAN) [ 89.44. 7"E] FOUND NDSTONE Deed,recorded in Book 144 of Deeds,Page 148. Said property is further described as S 1/16 CIJR,SEIC. C 6 1300.25 090.15�00" M) MR-SFC- 1 7. 7 090" 5 W (M C-S /16 COR. follows: — 33XSEC. 4 Area= 5,203,346 square feet or 119.4524 Acres or 483,406.7 square meters.Subject to ,I existing easements. DRAIN P E 24"C RUGATED METAL PIPE -- -— LEGEND FOUND 5/8 INCH REBAR WITH 1 1/4 INCH YELLOW PLASTIC CAP MARKED (C&H #9518ES) CV1 BENCHMARK © EXISTING UG POWER BOX Z � (60r R EXISTING TELEPHONE BOX O 3� EXISTING PROPERTY BOUNDARY U) N 0 EXISTING RESIDENTIAL COMMUNITY PLAN LAND USE > I w" 0 EXISTING PUBLIC INSTITUTIONS COMMUNITY PLAN LAND USE PROPOSED RESIDENTIAL EMPHASIS/MIXED USE COMMUNITY PLAN m ' LAND USE EXISTING LAND USE BOUNDARY U) m — — — PROPOSED COMMUNITY PLAN LAND USE AMENDMENT BOUNDARY W � V W N s 1V C4 p m o$ Z N WL-1 AREA- 1.4 SF L-1d WL- 1 = 1.467979 AC N Area =4,406.39 SF AREA-8.5501.52 AC CHANN LENGTH= 1 NWW-1 WW_M =0.1012 A 0.19 712.6 CHANNEL n LF AREA= =0.117� CHANNEL LENG =1,781.95 a LF =0.117 AC Area =3 63.91 SF .�--TW = .0818 ACco c5L 3 Scale In Feet 120 0 120 — �W PID 36 0 36 a OF — W M LAND ESCRIBED Scale In Meters x — J II_c DO NO. 2279 31 M y 5,203,346 Sq. F � 11 9.4524 Acre I I I � \/� s 1/4 CDR FOUN /8"REBAR W/3.25" ALL" UM CAP(STATE OF w w w w w w w w w w w w w w SEE CCR, BK 4,P. 4, (�(,U 23 4 w w w w w w DOC.NO. P. 354 WL-1c 24 - -RQA)-U5L-FW.4 — - - — — — — — — — — — — — — f — — — — — — — — - - 25 � ���4 26 SEC.C SECTI 24/SECTION 25 LI 2" AREA-4,957.10 SF S C MCR,CAP(4,P.P.47 472, =0.1138 AC C.N0.248483294 NWT CHANNEL LENGTH = 1.538.53 AREA=3,711.28 F =0.08 AC CONCRETE RAINAGE STRU E 41 24"DRAIN PIPE cam+ rrLL N T N O 2 PIPE o O Y Z� 'N u� g '0 24'DRAIN PIPE WL-1a CM =5,419 SF =0.1244 C N C;CHANNEL LE TH = 1,0 .33 LF I Z AREA= 57.27 SF ILO 0.1023 AC U) i 0 DATE OF PREPARATION: 12/16/2019 23W.4r1WM2 ) [SBW57.02"Wj U UNPLATTLi icH 1 1 I Engineering and Surveying Inc. i I Ph [406)i59e-111•Bore(405 5 59J18 PM1one 14ofi]5BJ-1115•Fex[4nfi]58J-9Jfi8 www.chengineers.com•'infc@chengineerscom (j190390